TECHNICAL PAPERS
Jan 1, 2007

Development of the Lenticular Truss Bridge in America

Publication: Journal of Bridge Engineering
Volume 12, Issue 1

Abstract

Lenticular-shaped iron truss bridges, built exclusively by the Berlin Bridge Company of East Berlin, Conn., dominated the New England and adjacent area’s modest span bridge market for over a decade at the end of the nineteenth century. This paper examines this phenomenon in the larger context of earlier European development of the lenticular form and, with the assistance of numerous patent drawings and photographs of American lenticular bridges that were either proposed or built prior to the 1883 formation of the Berlin Bridge Company.

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Bibliography

Bender, C. (1885). Design of metallic bridges, Wiley, New York, 54–55.
“A partial list of iron highway bridges built by the Berlin Iron Bridge Company.” (1889). Berlin Iron Bridge Company, East Berlin, Conn.
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Historic American Engineering Record (HAER). Library of Congress, Washington, D.C. (HAER is a division of The National Park Service, Washington, D.C.). CT-16 Broadman’s Bridge; CT-17 Lover’s Leap; CT-18 Washington Avenue Bridge; MA-98 Bardwell’s Ferry Bridge; MA-105 Tuttle Bridge; MA-106 Aiken St. Bridge; MA-109 Blackinton Bridge; NJ-31 Neshanic Bridge; NY-166 Ouaquaga Bridge; NY-293 Raymondville Bridge; NY-292 Old Cornith Road Bridge; PA-2 Smithfield St. Bridge; PA-460 Upper Bridge at Slate Run Bridge; PA-462 Waterville Bridge; PA-468 Nicholson Township Bridge; VT-3 Mt. Vernon St. Bridge; TX-31 Kelly Crossing.
“History of the Berlin iron bridge company.” http://www.past-inc.org/bibco/history.htm .
James, J. G. (1982). “The evolution of iron bridge trusses to 1850.” The Newcomen Society Transactions, 52, 76–77.
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Acknowledgments

This article benefited from the comments of Saul Brody, Marv Lessen, James Stewart, and Gretchen Grunenfelder, who read early drafts. Janet Clemmensen and John Gonzales at the California State Library helped track down information on the Sacramento Timber Bridge. Adrian Vaughan and Dirk Bühler provided advice concerning early European lenticulars. Gene Sullivan and Denise Shields of the ASCE staff guided the manuscript through the editorial process and made it a reality.

References

“Bad bridge design.” (1887). Engineering News, March 26, p. 203.
“Bridge notes.” (1878). Railroad Gazette, May 31, p. 276.
Carnegie Steel Corp. (1893). Carnegie Steel Corp. 1893 catalog, Pittsburgh, Pa.
Darnell, V. (1979). “Lenticular Bridges from East Berlin, Connecticut, IA.” J. The Society for Industrial Archeology, Vol. 5(1), Washington, D.C., 19–32.
Encyclopaedia Britannica Supplement. (1884). London, 621.
Haupt, H. (1864). Military bridges, Van Nostrand, New York, 11 and 26, 84–86.
Historic American Engineering Record (HAER). (1882). PA-2, Smithfield Bridge, Library of Congress, Washington, D.C. (HAER is a division of The National Park Service, Washington, D.C.).
Plowden, D. (1974). Bridges, spans of North America, Norton, New York, 66–67.
Sacramento Union. (1858). Sacramento, Calif.
Schneider, C. (1905). The evolution of the practice of American bridge building, ASCE, New York, 222.

Information & Authors

Information

Published In

Go to Journal of Bridge Engineering
Journal of Bridge Engineering
Volume 12Issue 1January 2007
Pages: 120 - 129

History

Received: Jan 25, 2005
Accepted: Jul 15, 2005
Published online: Jan 1, 2007
Published in print: Jan 2007

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Authors

Affiliations

David Guise
Architect, P.O. Box 132, Georgetown, ME 04548; Professor Emeritus, City College of New York.

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